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Analysis of the displacement of soil around the shaft and cross channel based on MIDAS/GTS

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成果类型:
期刊论文、会议论文
作者:
Zhong, Jian-Wen*;Duan, Zhong-Yuan;Xu, Yan-Jian
通讯作者:
Zhong, Jian-Wen
作者机构:
[Zhong, Jian-Wen; Duan, Zhong-Yuan] Univ South China, Inst Urban Construct, Hengyang, Peoples R China.
[Xu, Yan-Jian] Jiangxi Prov Survey & Design Inst, Nanchang, Peoples R China.
通讯机构:
[Zhong, Jian-Wen] U
Univ South China, Inst Urban Construct, Hengyang, Peoples R China.
语种:
英文
期刊:
CIVIL ENGINEERING AND URBAN PLANNING IV
年:
2016
页码:
769-773
会议名称:
4th International Conference on Civil Engineering and Urban Planning (CEUP)
会议时间:
JUL 25-27, 2015
会议地点:
Bosen Acad Conf Solut Co Ltd, Beijing, PEOPLES R CHINA
会议主办单位:
Bosen Acad Conf Solut Co Ltd
主编:
Liu, YM Fu, D Tong, ZX Bao, ZQ Tang, B
出版地:
6000 BROKEN SOUND PARKWAY NW, STE 300, BOCA RATON, FL 33487-2742 USA
出版者:
CRC PRESS-TAYLOR & FRANCIS GROUP
ISBN:
978-1-315-64515-5; 978-1-138-02903-3
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
The vertical shaft and the cross channel are the important part of the tunnel project, which belongs to the complex underground space structure. The change of stress and strain state of soil around. The vertical shaft and cross channel has space effect. According to the theory of the Mohr-Coulomb constitutive theory, the 3D numerical simulation of the vertical shaft and the cross channel is carried out by using the finite element analysis software MIDAS/GTS. Calculation results are basically consistent with the field monitoring data, proved the...

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